Lake Urmia has experienced climate change over the last decades, dramatically reducing the water level. This study applies the Soil and Water Assessment Tool (SWAT) to evaluate runoff management strategies under different climate change scenarios in the Zarrineh River Basin. We examined two runoff management strategies: the projected runoff based on the business-as-usual (BAU) trend and the Changes in Cropping Pattern (CCP). The climate variables were downscaled and projected using Climate Change Toolkit (CCT) for the near future (2025–2049) and the far future (2075–2099) periods under two Representative Concentration Pathway (RCP) scenarios (2.6 and 8.5). The results revealed that runoff decreased by 6–23 and 9–52% for the near and far future, respectively, under the BAU scenario compared to the baseline period. Antithetically, it increased by 3.5–21 and 13–55% for the near and far future periods, respectively, based on the CCP strategy estimated up to 30% higher than the BAU strategy. The findings suggested that the CCP strategy can be considered a pragmatic management strategy since the surcharged runoff collected into Lake Urmia caused the mitigation of the imminent environmental disasters in the region and provided the environmental needs of its ecosystems.

  • Two RCP scenarios of three GCM projected future climate in the ZRB.

  • Climate variables are expected to decline and rise in the ZRB.

  • SWAT presented good performances in simulating runoff in the ZRB, considering uncertainties.

  • Climate change results in decrease of future runoff of the ZRB under business-as-usual (BAU) strategy.

  • Implementing the changes in cropping pattern (CCP) strategy can help to increase annual runoff, which would increase the water inflow into Lake Urmia.

Surface runoff is considered a globally pled, vital natural resource, while it has long been encountering quality and quantity issues, affecting the world's population whose daily lives are entangled with such resources (Kummu et al. 2010). In recent years, runoff generation in the changing environment has become scientific hydrological communities' focal point (Gao et al. 2014). A holistic view of the driving forces of runoff changes is crucial for efficiently using water resources and managing river flows. Climate change and human activities have tremendous potential to change the spatiotemporal runoff pattern (Zhang et al. 2014). Studies attest that climate change can complicate ecosystems and alter water resource systems (Luo et al. 2016; Fang et al. 2018; Shang et al. 2019). The drastic change in precipitation patterns emanating from climate change directly impacts the spatiotemporal pattern of water resources (Abbas & Xuan 2020). Many studies have reported that runoff changes are related to climate change (Luo et al. 2016; Zhang et al. 2016; Taheri Dehkordi et al. 2022; Zaghloul et al. 2022). Luo et al. (2016) found that climatic changes during the 1980, 1990, and 2000 decades can, in parallel, change runoff patterns in the upper zone of the Heihe River Basin by approximately 56, 61, and 93%, respectively. Shang et al. (2019) argued that after 2004, climate change has been responsible for 87% of the entire runoff changes. The results of Nash & Gleick (1991) showed that climate change had been the main contributing factor to the changes in runoff pattern in the Colorado River Basin. Therefore, the runoff change issue has always interested water communities (Milly et al. 2008). Hence, researchers are prompted to conceptualize the different impacts of climate change on runoff and provide the most practical runoff management strategies. Nowadays, a fundamental solution for water resources management in the agricultural sector is to select an efficient cropping pattern. The goal is to optimally use water resources in pursuit of profit maximization (Sepaskhah & Ghahraman 2004). Changes in cropping patterns (CCP) directly affect water consumption in the agricultural sector. Based on this premise, modification of cropping patterns is frequently referred to as a key solution for water resources management in the agricultural sector (Sun et al. 2015). Zaman et al. (2016) suggested that revising the cropping pattern can compensate for negative impacts of climate change in Siminehrud catchment and, accordingly, the inflow of Lake Urmia.

Hydrological modeling is a valuable tool to contextualize, formulate, and understand the complex hydrological processes of a river basin (Koo et al. 2020). Today, hydrologic models have been widely used to predict the climatic factors and effect of runoff changes on the hydrology of an area of interest (Takata et al. 2003; Peng et al. 2015). In case of modeling runoff for future periods considering the effects of climate change, it is pivotal to adopt rainfall–runoff models in order to predict hydrologic parameters (e.g., precipitation and temperature). The main inputs to such models are often based on the General Circulation Models (GCMs) that are downscaled using dynamic or statistical methods (Alexander et al. 2013; McSweeney et al. 2015). The Soil and Water Assessment Tool (SWAT) has been widely applied for investigating the climate impacts on the hydrological processes in several river basins (Kumar et al. 2018; Jakada & Chen 2020). The SWAT can employ different agricultural management plans for concurrent modeling of hydro-climatic drivers and their reciprocal relationships (Arnold et al. 1998; Neitsch et al. 2005). The SWAT has been used for understanding watershed responses to environmental changes and provided promising insights (Marhaento et al. 2017; Santos et al. 2021). In this regard, Zhou et al. (2018) used the SWAT hydrological model and climate elasticity method to investigate the effect of climate change and artificial interventions on the Dongjiang River Basin's runoff pattern in China and found that the SWAT can provide logical and reliable results in a basin scale.

Zarrineh River Basin (ZRB) is the major subbasin of the Lake Urmia basin. Zarrineh River (ZR) is the main inflow of Lake Urmia and hence acts as a substantial surface water resource. Lake Urmia is considered the largest wetland in Iran, the largest lake in the Middle East, and the second-largest hypersaline lake in the world. Nonetheless, the water level of Lake Urmia has been shrinking rapidly over the last 25 years (i.e., an average annual decrease of 40 cm) (Jalili et al. 2016; Ahmadaali et al. 2018). The reason is most probably attributed to the reduced inflow sources of the lake. This desiccation has caused many socioeconomic and environmental issues (Boroughani et al. 2020). The Boukan dam, a significant water infrastructure draining the region's most river tributaries, was built to feed the ailing Lake Urmia. In response to the recent changes in climatic factors and human activities, the Boukan dam's storage has almost dried up, putting the region on the verge of a perilous environmental disaster (AghaKouchak et al. 2015). A study conducted by Hassanzadeh et al. (2012) attests that climate change and rampant use of surface water resources account for almost 65% of the water-level decline of Lake Urmia. Such a multilateral issue and the existing water crises in the ZRB should be acknowledged, and more adaptive mitigation plans should be provided in response to climate change and the emanated negative impacts on the ZRB runoff and Lake Urmia. Due to the decrease in Lake Urmia's intake, many reports consider revision of the current cropping patterns as a feasible revitalization measure (Ahmadaali et al. 2018).

Although several studies have addressed the climate change impact on runoff in this region, few studies have considered the role of quantifying and modeling the practical management strategies (Ahmadzadeh et al. 2016; Yazdandoost et al. 2020). Furthermore, the effect of planting crops with suitable adaptation, low water requirement, and high economic value such as pistachio, saffron, and fodder beet in the region has rarely been addressed. The present study was aimed to assess the effect of climate change on the runoff of the ZRB using the SWAT model under two management strategies: Business-As-Usual (BAU) trend and CCP scenarios. The current cultivation pattern of the region in the first scenario was considered, and the proposed cultivation pattern based on fodder beet, saffron, and pistachio in the second scenario. The main objectives of this study were as follows: (i) simulating the runoff of zrb using the swat model, (ii) assessing the precipitation and temperature changes in the future periods, and (iii) investigating the runoff changes in the future periods based on the BAU and CCP management strategies. It is necessary to mention that the Climate Change Toolkit (CCT) was applied to downscale future GCM climate projections of temperatures and precipitation under different climate scenarios.

Study area

The Zarrineh River Basin (ZRB) is located in northwestern Iran and geographically lies between 45° 47′–47° 20′ N and 35° 41′–37° 27′ E (Figure 1). This basin extends 12,512 km2 and is bounded by West Azerbaijan, East Azerbaijan, and Kurdistan provinces. The Zarrineh River (ZR) is the longest river in the Lake Urmia basin, sprawled across 240 km with a mean flow rate of 139.5 million cubic meters (MCUM). The Boukan Dam is the largest operating water management infrastructure located on the Zarrineh River, with a gross storage capacity of 760 MCUM and a live storage capacity of 654 MCM; 51% of which supplies the water for agricultural irrigation, while the remaining is used for drinking water as well as industrial and environmental sectors (i.e., 826 MCUM per year in total).
Figure 1

Geographical location of the Lake Urmia basin with the Zarrineh River Basin (ZRB) as the major subbasin in north-western Iran. Inset (a) represents the Lake Urmia basin in yellow and the border of the ZRB in red. Inset (b) shows the distribution of weather and hydrological stations, main rivers, and the reservoir across the ZRB, overlaid on DEM. Inset (c) exhibits the land use/cover map of the ZRB. Please refer to the online version of this paper to see this figure in colour: http://dx.doi.org/10.2166/wcc.2023.511.

Figure 1

Geographical location of the Lake Urmia basin with the Zarrineh River Basin (ZRB) as the major subbasin in north-western Iran. Inset (a) represents the Lake Urmia basin in yellow and the border of the ZRB in red. Inset (b) shows the distribution of weather and hydrological stations, main rivers, and the reservoir across the ZRB, overlaid on DEM. Inset (c) exhibits the land use/cover map of the ZRB. Please refer to the online version of this paper to see this figure in colour: http://dx.doi.org/10.2166/wcc.2023.511.

Close modal

Data collection and curation

Meteorological, hydrological, land use/cover, DEM (digital elevation model), soil type, and agricultural data were used as input into the SWAT model. The meteorological data consists of daily maximum and minimum daily temperatures and precipitation, ranged from 1990 to 2019 and obtained from four meteorological stations: Zarrineh, Saqez, Takab, and Maragheh (Iran Meteorological Organization (IMO)). Runoff data were obtained from five hydrometric stations located at the outlets of the study area's most representative sub-basins during the 1996–2017 periods, acquired from Iran Water Resources Management (IWRM) Company. The reservoir's monthly outflow was also acquired from the IWRM Company. The thematic maps used in this study include the region's land use/cover in 2017 with a spatial resolution of 30 m × 30 m (Figure 1(c)) and a DEM with a spatial resolution of 30 m × 30 m prepared by the revival committee of Lake Urmia which is generated from the Shuttle Radar Topography Mission (SRTM) data downloaded from the United States Geological Survey (USGS) website. Due to the lack of a suitable soil database for the region, the FAO Soil Map of the World archive with a spatial resolution of 1 km was considered to produce the soil type data. The SWAT model is able to combine raster layers with different resolution to produce HRUs (Cuceloglu et al. 2017). Wang et al. (2020) also used the DEM and soil data with 30 × 30 m and 1 × 1 km resolutions, respectively, to evaluate the effects of climate change and human activities on runoff changes in the Guishui river basin, China. Agricultural information was obtained from the Iranian Ministry of Agriculture Jihad (IMAJ), including cropping patterns, planting and harvesting dates, irrigation management, and cultivated area of major crops in the ZRB.

Precipitation statistics and minimum and maximum daily temperatures data retrieved from three GCMs from ISI-MIP5 (Inter-Sectoral Impact Model Inter-Comparison Project) were used to predict the future climate under two emission scenarios: RCP 2.6 and RCP 8.5 (Hempel et al. 2013). The RCP 2.6 and RCP 8.5 emission scenarios describe the optimistic and pessimistic emission scenarios. Table 1 provides different GCMs (GFDL-ESM2M, HadGEM2-ES, and IPSL-CM5A) in detail. Based on literature review, these three GCMs were selected because they have been widely used in Iran (Abbaspour et al. 2019; Vaghefi et al. 2019; Behzadi et al. 2022). Using multiple models and emission scenarios for predicting the climatic conditions helps study different parameters and obviates potential inaccuracies in the simulation process (Knutti et al. 2010). The 1990–2019 data were used as the reference period in this work. The 2025–2049 data were generated and treated as the near future prediction. As for the far future prediction, the 2075–2099 period data were used.

Table 1

Description of the selected AOGCM models under AR5 (Hempel et al. 2013)

No.GCMResolutionInstitute and country
GFDL-ESM2M 2.5° × 2.0° NOAA/GFDL, United States 
HadGEM2-ES 1.875° × 1.25° MOHC, United Kingdom 
IPSL-CM5A-LR 1.875° × 3.75° Institute Pierre – Simon Laplace, France 
No.GCMResolutionInstitute and country
GFDL-ESM2M 2.5° × 2.0° NOAA/GFDL, United States 
HadGEM2-ES 1.875° × 1.25° MOHC, United Kingdom 
IPSL-CM5A-LR 1.875° × 3.75° Institute Pierre – Simon Laplace, France 

SWAT model setup

The SWAT model was developed by USDA Agricultural Research Service (USDA-ARS). It is a popular physically based distributed hydrological model used in studies at the basin scale (Hu et al. 2020). The SWAT quantifies the impact of climate change and human interventions on hydrological processes. The SWAT can also simulate discharge responses based on climate change scenarios and designated land management practices. The SWAT is underpinned by a rigorous computational chain that supports the continuous calculation of daily data. It considers the impacts of surface conditions, climate change, and various water management practices to model different hydro-physical processes (e.g., agricultural chemical yields, water, sediment) (Dechmi et al. 2012). SWAT can also simulate ungauged watersheds and, most particularly, the impact of the changes in the input data such as land-use change, climate change, and various land management strategies and plans (Arnold et al. 1998; Neitsch et al. 2005).

The SWAT operates by dividing each watershed into different sub-basins. Further, each sub-basin is divided into hydrological response units (HRUs) by superimposing thematic maps such as land use/over, soil type, and slope. An HRU characterizes units with similar hydrological behavior and runoff generation mechanism. Hence, the calculation unit of the SWAT model is based on HRUs (Flügel 1995). Further technical details about the model are given by Neitsch et al. (2005). The SWAT model was used to simulate runoff in the study area. The model's hydrological cycle simulation is calculated using Equation (1):
(1)
where SWt is the final soil water content (mm), SW0 is the initial soil water content on the day i (mm), Rday is precipitation on the day i (mm), Qsurf is the surface runoff on the day i (mm), Ea is evapotranspiration on the day i (mm), Wseep is the amount of water entering the aeration zone from the soil profile on the day i (mm), Qgw refers to the returned water volume on the day i (mm), and t refers to the time (i.e., days) (Neitsch et al. 2011).

Once the required climate and spatial data were prepared, the ZRB entire area was discretized into sub-basins, and the number of HRUs was determined. By superimposing the soil, land use, and slope layers, 14 sub-basins and 666 HRUs were created for the ZRB. Then, the reservoir characteristics (Table 2), irrigation losses and essential demands were introduced to the model through the water use management (.wus) and reservoir (.res) SWAT data files. The reservoir's monthly outflow data during the operation period were fed into the SWAT model. The 1990–2019 data range was set as the simulation period, out of which 1990–1994 opted for the warm-up period.

Table 2

Boukan reservoir data used in the SWAT model

Operation dateEmergency volume (million m3)Emergency area (ha.)Normal volume (million m3)Normal area (ha.)Initial volume (million m3)
1972 109,252 6,138/8 65,000 4,593 41,387/21 
Operation dateEmergency volume (million m3)Emergency area (ha.)Normal volume (million m3)Normal area (ha.)Initial volume (million m3)
1972 109,252 6,138/8 65,000 4,593 41,387/21 

Agricultural management

Different studies attested to the SWAT's capability in crop production simulation (Vaghefi et al. 2015). As for the ZRB, we defined different attributes of agricultural management, such as cropping pattern, harvesting dates, planting, and irrigation plans as close as possible to the current condition of the basin for each sub-basin in the SWAT model, striving to simulate the conditions of the region more accurately and obtain reliable results (Mahmudi et al. 2021). Therefore, we adopted the ‘irrigation schedule by date’ technique as it provides more flexible options. Crops water requirement and irrigation water sources (e.g., dams, surface and/or groundwater sources) are two pivotal inputs, which were derived from the NETWAT software and Comprehensive Water Management Plan (CWMP), respectively. The NETWAT software has been developed by IMAJ and IMO as a collaborative initiative to determine the net irrigation requirements for all cultivable crops in Iran. Current agricultural management and cropping pattern data in the ZRB are provided in detail in Table 3.

Table 3

Current cropping pattern and agricultural management data of the main crops in the ZRB

Main cropsArea (ha)Date of plantingDate of harvestIrrigation time
Alfalfa 20,215.9 29 March 1 October Mar–Oct 
Almond 3,530 22 November 1 August Jan–Des 
Apple 15,885.5 20 April 21 October Apr–Oct 
Barley 8,025.9 6 October 30 June Oct–July 
Grape 5,295.2 4 April 7 October Apr–Sep 
Sugar beet 3,850.6 29 March 21 October Mar–Oct 
Walnut 2,824.1 22 December 6 September Jan–Des 
Wheat 15,883.9 6 October 30 June Oct–July 
Main cropsArea (ha)Date of plantingDate of harvestIrrigation time
Alfalfa 20,215.9 29 March 1 October Mar–Oct 
Almond 3,530 22 November 1 August Jan–Des 
Apple 15,885.5 20 April 21 October Apr–Oct 
Barley 8,025.9 6 October 30 June Oct–July 
Grape 5,295.2 4 April 7 October Apr–Sep 
Sugar beet 3,850.6 29 March 21 October Mar–Oct 
Walnut 2,824.1 22 December 6 September Jan–Des 
Wheat 15,883.9 6 October 30 June Oct–July 

Calibration and uncertainty analysis

The SWAT-CUP software was used to calibrate and verify the model. Sequential Uncertainty Fitting ver.2 (SUFI-2) was used for calibration, validation, sensitivity, and uncertainty analyses of the SWAT model (Abbaspour et al. 2007). SUFI-2 is an iterative algorithm. It maps all model uncertainties based on the parameters described by a multivariate uniform distribution in a parameter hypercube. This algorithm tries to capture most of the measured data within the 95% prediction uncertainty (95PPU) of the model in an iterative process. The 95PPU is calculated at the 2.5 and 97.5% levels of the cumulative distribution of an output variable obtained through Latin hypercube sampling (Abbaspour 2015). The Latin Hypercube, One factor At a Time (LH-OAT) method, was used for sensitivity analysis of the parameters, based on which those with high sensitivity were selected for the adjustment purpose, and the optimal values of the parameters were introduced to the model (Arnold et al. 2012). The model was calibrated based on 1996–2013 period runoff data and subsequently validated for 2014–2017. The Nash–Sutcliffe efficiency coefficient (NSE), the correlation coefficient (R2), and the percent bias (PBIAS) were used to test the predictive power of the model (Fu et al. 2019), following Equations (2)–(4):
(2)
(3)
(4)
where Qoi and Qsi, respectively, are the observed and predicted values at the month i, and Qavg and Qavg′, respectively, are the average observed and predicted values. The R2 and NSE were used to measure the goodness of fit between the observed and predicted values. The R2 and NSE values closer to 1 represent the higher predictive power of the model (Yesuf et al. 2015). The PBIAS was employed to assess the overall deviation between the observed and predicted values. The model's performance is satisfactory when R2 > 0.50, NSE > 0.50, and PBIAS ≤ ±25% (Moriasi et al. 2015).

The p-factor and r-factor statistics were used to assess the goodness of fit, uncertainty degree, and the quality of the calibrated model. The p-factor represents the portion of observations within the 95 PPU interval with a 0–1 numerical scale. The r-factor is gained by dividing the average width of the 95 PPU interval by the standard deviation of the observed data. An r-factor close to 1 represents an optimal status (Abbaspour 2015). A P-factor larger than 0.7 and an R-factor smaller than 1.5 are the acceptable thresholds, although it also depends on the scale of the project and the adequacy of the data (Abbaspour et al. 2007). Hence, the P-factor larger than 0.5 can still be acceptable (Rouholahnejad et al. 2014; Monteiro et al. 2016). Attaining a larger P-factor can concurrently lead to a larger R-factor, which entails a balance. Once the desired balance is met, the model's uncertainty level is warranted. The SUFI-2 algorithm aims at achieving a high P-factor while keeping the R-factor as small as possible (Abbaspour et al. 2009).

Climate change toolkit

CCT model is a graphical program developed by Ashraf Vaghefi et al. (2017) for climate data analysis. Extraction, downscaling and interpolating general circulation model data are the main constituents of CCT analysis. It can also analyze climate extremes (e.g., dry and wet periods), find the past trend, and predict the future frequency of flood and drought events. In the present study, downscaling was performed after extracting the climate change data of ZRB. Further, the monthly and annual averages were calculated. Moreover, bias correction of the precipitation data was performed using a multiplicative correction factor and the bias of maximum and minimum daily temperature data was corrected based on an additive correction factor as follows:
(5)
(6)
where P and are the precipitation (mm day-1) and the long-term average precipitation, respectively. T and , show the temperature and the long-term average temperature, respectively. i, j, k represent day, month, and year counters, respectively (Ashraf Vaghefi et al. 2017).

Management strategies

Currently, crops with high water requirements are cultivated in the ZRB, one of the critical agricultural poles in Iran, which has caused an increase in the consumption and overexploitation of water resources and consequently a decrease in the water input of Lake Urmia. Therefore, the BAU and CCP management strategies were designed to evaluate the effect of crop cultivation change on the basin's runoff. To do so, the SWAT model would require the basin's agricultural management and irrigation information for implementing these management strategies as described in Section 2.4.

In the BAU management strategy, the effects of climate change on runoff were investigated based solely on the current agricultural management routine in the ZRB. In order to define and formulate current agricultural management in SWAT, first irrigated farming class in land use layer was partitioned into smaller pieces following the hydrological boundaries of sub-basins. The latter allowed us to introduce main crops with irrigation plans and assign them to each sub-basin. Once partitioning the previous irrigated farming class was successfully carried out, we defined the predominant crops and their cultivation area into the model. The predominant crops in the study area include Alfalfa, almonds, apples, barley, grapes, sugar beets, walnuts, and wheat. Furthermore, different variables were defined for the crops in each sub-basin, including water source, irrigation water depth, irrigation rounds, and planting/harvesting date, following the path: SWAT Input→ Sub-basin Data→ Management (.Mgt). In particular, we introduced three main water sources: rivers, dams, and unconfined aquifers. Since the irrigation plan in the study area was accustomed to traditional techniques and irrigation scheduling, we selected ‘schedule by date’ option for irrigation in operations tab. Finally, the SWAT model was implemented for future periods under two emission scenarios, based on which the future runoff values at the ZRB outlet (inflow to Lake Urmia) were calculated.

Hence, in CCP management strategy, a significant areal extent under low agro-economically productive crops with high water demand, such as Alfalfa and Apple, were replaced with those of higher economic benefits and lower water demand. The adopted CCP strategy was not constrained only by the predominant crops, but instead new crops such as saffron, fodder beet, and pistachio was introduced and their cultivation areas were defined through ‘HRU-Definition’ tab. These crops were selected for the following reasons: (i) Saffron has a higher economic value and less water requirement than alfalfa. It has a suitable ability to adapt to the region's condition. (ii) As a native species, fodder beet is used to provide livestock feed in the region and has a high ability to adapt to salinity and grow in water shortage conditions. (iii) During the field surveys, it was found that the planting of saffron by local farmers was successful as a pilot. (iv) Other researchers also suggested the cultivation of saffron instead of alfalfa in the basin (Naraqi et al. 2015; Emami & Koch 2018a). As such, saffron and fodder beet were substituted for a large portion of alfalfa cultivation, and a vast majority of the cultivation area devoted to apples and grapes were replaced with pistachio. Similar to main crops, irrigation variables were defined for the newly introduced crops. Based on this new dataset, the model was re-implemented for the future periods under the two emission scenarios, and future runoff values at the ZRB outlet were calculated.

Uncertainty analysis, calibration, and validation

Five hydrometric stations were used to calibrate and validate the SWAT model for ZRB, descriptive information of which is listed in Table 4. The LHOAT method embedded in the SWAT-CUP was used to conduct a sensitivity analysis of runoff simulation parameters and calibration, as detailed in Table 5. A total of 23 parameters with high sensitivity were assessed during sensitivity analysis based on which the model was calibrated and verified. In particular, the optimized zones of the sensitive parameters were automatically calibrated by the SUFI-2 algorithm in the SWAT-CUP software. For the validation purpose, the calibrated parameters were preserved for runoff simulation. The t-stat and p-value were used to quantify each parameter's sensitivity and relative significance.

Table 4

Information of stations used for the calibration and validation of the SWAT model for the ZRB

StationSub-catchmentLatitudeLongitudeData availabilityVariable
Nezam Abad −37.0686 −45.7679 1996–2017 Discharge 
JanAgha −36.9263 −46.496 1996–2016 Discharge 
SafaKhaneh 12 −36.409 −46.7103 1996–2016 Discharge 
PolAniyan 13 −36.1578 −46.4106 1996–2017 Discharge 
Sonnateh 14 −36.1354 −46.5421 1996–2017 Discharge 
StationSub-catchmentLatitudeLongitudeData availabilityVariable
Nezam Abad −37.0686 −45.7679 1996–2017 Discharge 
JanAgha −36.9263 −46.496 1996–2016 Discharge 
SafaKhaneh 12 −36.409 −46.7103 1996–2016 Discharge 
PolAniyan 13 −36.1578 −46.4106 1996–2017 Discharge 
Sonnateh 14 −36.1354 −46.5421 1996–2017 Discharge 
Table 5

List of sensitive parameters used for the model calibration

Parameter nameFitted valueDefinitionp-valuet-stat
*v__SFTMP.bsn 1.50 Snowfall temperature (°C) 0.63 0.48 
v__SMTMP.bsn 9.16 Snow melt base temperature (°C) 0.47 −0.73 
v__TLAPS.sub 7.39 Temperature lapse rate (°C/km) 0.06 1.87 
v__PLAPS.sub 360.83 Precipitation lapse rate (mm H2O/km−10.00 −5.14 
r__CN2.mgt 0.09 SCS runoff curve number for moisture condition II 0.07 −1.80 
v__ALPHA_BF.gw 0.80 Base flow alpha factor (days) 0.91 0.12 
v__GW_DELAY.gw 344.02 Groundwater delay time (days) 0.61 0.51 
v__GWQMN.gw 1.98 Threshold water depth in a shallow aquifer for return flow (mm) 0.09 1.72 
v__ESCO.hru 0.99 Soil evaporation compensation factor (−) 0.78 −0.29 
v__CH_N2.rte 0.20 Manning's n value for main channel 0.66 0.44 
v__CH_K2.rte 115.64 Effective hydraulic conductivity in the main channel (mm h−10.83 0.22 
v__ALPHA_BNK.rte 0.84 Base flow alpha factor for bank storage (days) 0.21 1.26 
r__SOL_AWC(1).sol −0.02 Soil available water storage capacity (mm H2O/mm soil) 0.00 2.93 
r__SOL_K(1).sol −0.39 Soil conductivity (mm h−10.50 −0.68 
v__EPCO.bsn 0.14 Plant evaporation compensation factor 0.31 1.02 
v__SMFMX.bsn 1.06 Maximum melt rate for snow during the year (mm °C−1 day−10.75 0.32 
v__SPEXP.bsn 0.63 Exponent parameter for calculating sediment re-entrained in channel sediment routing 0.34 0.97 
v__SPCON.bsn 0.01 Liner parameter for calculating the channel sediment routing 0.10 −1.68 
v__SURLAG.bsn 14.02 Surface runoff lag coefficient (–) 0.90 0.13 
v__SMFMN.bsn 1.86 Minimum melt rate for snow during the year (mm °C−1 day−10.98 0.02 
v__CH_BED_BD.rte 1.72 Bulk density of channel bed sediment (g/cc) 0.67 −0.42 
v__GW_REVAP.gw 0.07 Groundwater revap. coefficient 0.92 −0.11 
r__SOL_BD(1).sol 1.36 Soil bulk density (g cm−30.82 0.23 
Parameter nameFitted valueDefinitionp-valuet-stat
*v__SFTMP.bsn 1.50 Snowfall temperature (°C) 0.63 0.48 
v__SMTMP.bsn 9.16 Snow melt base temperature (°C) 0.47 −0.73 
v__TLAPS.sub 7.39 Temperature lapse rate (°C/km) 0.06 1.87 
v__PLAPS.sub 360.83 Precipitation lapse rate (mm H2O/km−10.00 −5.14 
r__CN2.mgt 0.09 SCS runoff curve number for moisture condition II 0.07 −1.80 
v__ALPHA_BF.gw 0.80 Base flow alpha factor (days) 0.91 0.12 
v__GW_DELAY.gw 344.02 Groundwater delay time (days) 0.61 0.51 
v__GWQMN.gw 1.98 Threshold water depth in a shallow aquifer for return flow (mm) 0.09 1.72 
v__ESCO.hru 0.99 Soil evaporation compensation factor (−) 0.78 −0.29 
v__CH_N2.rte 0.20 Manning's n value for main channel 0.66 0.44 
v__CH_K2.rte 115.64 Effective hydraulic conductivity in the main channel (mm h−10.83 0.22 
v__ALPHA_BNK.rte 0.84 Base flow alpha factor for bank storage (days) 0.21 1.26 
r__SOL_AWC(1).sol −0.02 Soil available water storage capacity (mm H2O/mm soil) 0.00 2.93 
r__SOL_K(1).sol −0.39 Soil conductivity (mm h−10.50 −0.68 
v__EPCO.bsn 0.14 Plant evaporation compensation factor 0.31 1.02 
v__SMFMX.bsn 1.06 Maximum melt rate for snow during the year (mm °C−1 day−10.75 0.32 
v__SPEXP.bsn 0.63 Exponent parameter for calculating sediment re-entrained in channel sediment routing 0.34 0.97 
v__SPCON.bsn 0.01 Liner parameter for calculating the channel sediment routing 0.10 −1.68 
v__SURLAG.bsn 14.02 Surface runoff lag coefficient (–) 0.90 0.13 
v__SMFMN.bsn 1.86 Minimum melt rate for snow during the year (mm °C−1 day−10.98 0.02 
v__CH_BED_BD.rte 1.72 Bulk density of channel bed sediment (g/cc) 0.67 −0.42 
v__GW_REVAP.gw 0.07 Groundwater revap. coefficient 0.92 −0.11 
r__SOL_BD(1).sol 1.36 Soil bulk density (g cm−30.82 0.23 

*v denotes the existing parameter value to be replaced by a given value (Abbaspour et al. 2015).

The results of the sensitivity analysis provided in Table 5 show that based on p-value and t-stat values, the parameters of PLAPS, SOL-AWC, TLAPS, and CN2 are top-ranked most sensitive parameters. Hence, they play essential roles in calibration and validation of the SWAT model for runoff simulation in ZRB. The PLAPS parameter controls the orographic effect on precipitation once elevation bands are defined in sub-basins (Boithias et al. 2017). It turned out that some of the region's sub-basins pose large elevation differences. Therefore, the PLAPS parameter with the fitted value of 360.82 mm H2O km−1 played a key factor in adjusting precipitation within the river basin. A strong agreement between the observed and simulated runoff values in the calibration and validation periods indicates a successful sensitivity analysis and parameter tuning.

R2 values oscillate between 0.52 and 0.70 for calibration and 0.44–0.73 for validation, while NSE values vary from 0.52 to 0.64 for calibration and 0.42–0.64 for validation stage. Model outputs for most hydrometric stations were satisfactory, implying that the SWAT model was applicable to the ZRB. In particular, the performance of the model in terms of R2 and NSE is acceptable for the simulation of runoff in NezamAbad station. It is noteworthy that NezamAbad station is the outlet of the ZRB and the last station before the Lake Urmia, thus it can representatively indicate Lake Urmia's intake. As for the validation stage, the NSE and R2 results obtained from the JanAgha and SafaKhaneh stations were unsatisfactory, which potentially stems from unbridled human activities at the upstream of these two gauge stations during the validation period. Similarly, Emami & Koch (2019) investigated the impact of climate change on water availability using the SWAT model in the ZRB. They obtained NSE less than 0.5 for SafaKhaneh station. Table 6 details the calibration and validation outputs and model performance indices for the five stations used in this study. The simulation results are depicted in Figures 2 and 3. It is evident in Figure 2 that the model could not capture the observation trends, especially some peak values, due mainly to the sporadic presence of dry periods with low precipitation. Considering such complexity, the attained results for runoff simulation of ZRB from SWAT (average values of R2 > 0.5 and NSE > 0.5) is still promising. As a result, our simulations captured more than 50% of the observed data (p-factor values larger than 0.50). The R-factor value smaller than 1.5 throughout the calibration and validation stages indicates acceptable prediction uncertainties (Table 6).
Table 6

Model performance indicators of five gauge stations for calibration and validation

StationCalibration (1996–2013)
Validation (2014–2017)
p-factorr-factorR2NSEPBIASp-factorr-factorR2NSEPBIAS
*NezamAbad 0.64 1.11 0.63 0.60 25.6 0.49 0.95 0.73 0.64 20.9 
JanAgha 0.71 1.61 0.57 0.56 −12.3 0.67 1.17 0.47 0.42 23.3 
SafaKhaneh 0.71 1.54 0.52 0.52 −7.5 0.58 1.18 0.44 0.43 10.2 
PolAniyan 0.66 1.17 0.70 0.64 12.9 0.58 0.72 0.54 0.50 22.3 
Sonnateh 0.65 1.3 0.65 0.63 0.7 0.52 0.89 0.52 0.51 7.7 
Average 0.67 1.34 0.61 0.59 3.88 0.56 0.98 0.54 0.5 16.38 
StationCalibration (1996–2013)
Validation (2014–2017)
p-factorr-factorR2NSEPBIASp-factorr-factorR2NSEPBIAS
*NezamAbad 0.64 1.11 0.63 0.60 25.6 0.49 0.95 0.73 0.64 20.9 
JanAgha 0.71 1.61 0.57 0.56 −12.3 0.67 1.17 0.47 0.42 23.3 
SafaKhaneh 0.71 1.54 0.52 0.52 −7.5 0.58 1.18 0.44 0.43 10.2 
PolAniyan 0.66 1.17 0.70 0.64 12.9 0.58 0.72 0.54 0.50 22.3 
Sonnateh 0.65 1.3 0.65 0.63 0.7 0.52 0.89 0.52 0.51 7.7 
Average 0.67 1.34 0.61 0.59 3.88 0.56 0.98 0.54 0.5 16.38 

Asterisked station (*) is the main outlet of Zarrineh River Basin (nearest station to Lake Urmia).

Figure 2

Observed and simulated monthly runoff of the ZRB (Sonnateh, JanAgha, and SafaKhaneh stations). The shaded region is a 95% prediction uncertainty band.

Figure 2

Observed and simulated monthly runoff of the ZRB (Sonnateh, JanAgha, and SafaKhaneh stations). The shaded region is a 95% prediction uncertainty band.

Close modal
Figure 3

Observed and simulated monthly runoff of the ZRB (NezamAbad and PolAniyan stations). The shaded region is a 95% prediction uncertainty band.

Figure 3

Observed and simulated monthly runoff of the ZRB (NezamAbad and PolAniyan stations). The shaded region is a 95% prediction uncertainty band.

Close modal

Based on the results, it is evident that the SWAT model showed satisfactory applicability for simulating runoff and agricultural management options in the ZRB due particularly to considering almost all the physical conditions of the basin and embedding the most representative inputs of the rainfall–runoff mechanism. The results derived from the SWAT model are in line with Valeh et al. (2021) and Santos et al. (2021) in terms of its capability in simulating runoff change under different climate change scenarios.

Climate change models and downscaling

The oscillating pattern of the average monthly precipitation and maximum and minimum temperatures in the downscaled outputs of three CMIP5 GCMs under the RCP 2.6 and RCP 8.5 scenarios for the near (2025–2049) and far future (2075–209) periods are compared to the reference period (1990–2019), as plotted in Figures 4 and 5. For simplification, GFDL-ESM2M, HadGEM2-ES, and IPSL-CM5A models are renamed to G1, G2, and G3, respectively. Also, the RCP 2.6 and RCP 8.5 scenarios are denoted by S1 and S2. Generally, the maximum and minimum precipitations at the reference period respectively occur in April and August. The results revealed that in both near and far future periods under the mentioned RCP scenarios in August, all three GCM models predicted lower precipitation compared to the reference period, while in April, all three models showed an increasing precipitation trend for the near and far future period. In the present condition, precipitation mostly occurs in winter (37.5%), followed by spring (27.5%), autumn (23.4%), and summer (4%).
Figure 4

Precipitation and maximum and minimum temperature trends for the near future period (2025–2049) under RCP 2.6 and RCP 8.5 emission scenarios compared to the reference timescale (1990–2019).

Figure 4

Precipitation and maximum and minimum temperature trends for the near future period (2025–2049) under RCP 2.6 and RCP 8.5 emission scenarios compared to the reference timescale (1990–2019).

Close modal
Figure 5

Precipitation and maximum and minimum temperature trends for the far future period (2075–2099) under RCP 2.6 and RCP 8.5 emission scenarios compared to the reference timescale (1990–2019).

Figure 5

Precipitation and maximum and minimum temperature trends for the far future period (2075–2099) under RCP 2.6 and RCP 8.5 emission scenarios compared to the reference timescale (1990–2019).

Close modal

In the near future timescale, models G1 and G3 show an increase in precipitation in spring under both scenarios. Model G2 shows a slight decrease in precipitation in spring and summer under both scenarios; however, an increase in autumn and winter under RCP 2.6 and a decrease under RCP8.5 in the same months is evident. Moreover, the winter's share of annual precipitation under both RCP scenarios has decreased by less than 4% in the near future. In the far future period, models G1 and G3 show an increase in precipitation in winter and spring under RCP 2.6 and a decrease in precipitation in the same months under RCP 8.5. Model G2 under both scenarios shows a slight increase in precipitation in winter and spring. Models G1 and G2 under both scenarios show an increase in precipitation in summer, but in autumn, an increase in precipitation is discernible (Table 7).

Table 7

The average seasonal change in precipitation, maximum and minimum temperature under RCP 2.6 and RCP 8.5 scenarios in future periods compared to the reference timescale

PeriodGCMSeasonΔP (S1) %ΔP (S4) %ΔTmax (S1) (°C)ΔTmax (S4) (°C)ΔTmin (S1) (°C)ΔTmin (S4) (°C)
Near G1 Winter 0.5 −0.3 0.6 −0.2 0.3 
Spring 10.2 4.9 −0.1 0.7 0.6 
Summer −0.2 −4.2 1.4 0.4 0.9 
Autumn 6.1 −6.7 1.3 2.2 0.8 
G2 Winter 3.3 −2.1 1.8 2.1 1.2 1.4 
Spring −2.3 −3 2.8 3.8 1.5 2.5 
Summer −6.5 −11.2 4.5 5.3 2.3 3.1 
Autumn 12 −6.5 2.9 3.4 2.1 2.5 
G3 Winter −2.1 −3.9 0.3 1.3 0.2 
Spring 17.4 24.3 0.7 1.1 0.6 0.9 
Summer 6.1 0.3 1.3 2.2 0.9 1.6 
Autumn −4.6 −17.2 1.8 2.6 1.7 
Far G1 Winter 6.8 −35.5 −0.2 3.5 −0.1 1.7 
Spring 8.4 −27.8 −0.3 −0.4 2.2 
Summer −6 −14.8 1.5 4.3 −0.4 3.2 
Autumn 1.1 2.9 1.6 4.3 0.7 2.7 
G2 Winter 10.2 16.3 1.9 5.5 1.3 3.7 
Spring 6.7 0.1 2.8 7.9 1.6 5.3 
Summer −4.1 −15.4 4.2 10.6 2.2 7.3 
Autumn 1.4 37.2 3.2 1.8 5.9 
G3 Winter 3.6 −18.5 0.7 5.5 0.9 4.2 
Spring 19.4 −1.9 0.5 5.9 0.4 5.5 
Summer 9.3 0.2 1.7 6.8 1.1 6.2 
Autumn 16.8 −36.8 2.2 7.3 1.3 5.6 
PeriodGCMSeasonΔP (S1) %ΔP (S4) %ΔTmax (S1) (°C)ΔTmax (S4) (°C)ΔTmin (S1) (°C)ΔTmin (S4) (°C)
Near G1 Winter 0.5 −0.3 0.6 −0.2 0.3 
Spring 10.2 4.9 −0.1 0.7 0.6 
Summer −0.2 −4.2 1.4 0.4 0.9 
Autumn 6.1 −6.7 1.3 2.2 0.8 
G2 Winter 3.3 −2.1 1.8 2.1 1.2 1.4 
Spring −2.3 −3 2.8 3.8 1.5 2.5 
Summer −6.5 −11.2 4.5 5.3 2.3 3.1 
Autumn 12 −6.5 2.9 3.4 2.1 2.5 
G3 Winter −2.1 −3.9 0.3 1.3 0.2 
Spring 17.4 24.3 0.7 1.1 0.6 0.9 
Summer 6.1 0.3 1.3 2.2 0.9 1.6 
Autumn −4.6 −17.2 1.8 2.6 1.7 
Far G1 Winter 6.8 −35.5 −0.2 3.5 −0.1 1.7 
Spring 8.4 −27.8 −0.3 −0.4 2.2 
Summer −6 −14.8 1.5 4.3 −0.4 3.2 
Autumn 1.1 2.9 1.6 4.3 0.7 2.7 
G2 Winter 10.2 16.3 1.9 5.5 1.3 3.7 
Spring 6.7 0.1 2.8 7.9 1.6 5.3 
Summer −4.1 −15.4 4.2 10.6 2.2 7.3 
Autumn 1.4 37.2 3.2 1.8 5.9 
G3 Winter 3.6 −18.5 0.7 5.5 0.9 4.2 
Spring 19.4 −1.9 0.5 5.9 0.4 5.5 
Summer 9.3 0.2 1.7 6.8 1.1 6.2 
Autumn 16.8 −36.8 2.2 7.3 1.3 5.6 

The overall inferences indicate that the annual precipitation in the near future period in all the three models under both RCP scenarios slightly increases (less than 4%), except for model G2 under RCP8.5, where precipitation decreases by 2.86%. In a somewhat similar manner, the annual precipitation in the far future period in all the three models under both RCP scenarios slightly increases (less than 10%) with respect to the reference period, except for models G1 and G2 under RCP8.5 where precipitation decreases respectively by 21 and 20.2% (Table 8).

Table 8

Annual changes in the precipitation, maximum and minimum temperature under RCP 2.6 and RCP 8.5 scenarios in the future period compared to the reference timescale

PeriodGCMΔP (S1) %ΔP (S4) %ΔTmax (S1) (°C)ΔTmax (S4) (°C)ΔTmin (S1) (°C)ΔTmin (S4) (°C)
Near G1 4.2 0.3 0.6 1.4 0.3 0.7 
G2 3.6 −2.9 3.6 1.8 2.4 
G3 2.1 1.2 1.8 0.7 1.3 
Far G1 6.2 −21.1 0.7 −0.1 2.4 
G2 6.1 15.6 7.7 1.7 5.6 
G3 9.8 −20.2 1.3 6.4 0.9 5.4 
PeriodGCMΔP (S1) %ΔP (S4) %ΔTmax (S1) (°C)ΔTmax (S4) (°C)ΔTmin (S1) (°C)ΔTmin (S4) (°C)
Near G1 4.2 0.3 0.6 1.4 0.3 0.7 
G2 3.6 −2.9 3.6 1.8 2.4 
G3 2.1 1.2 1.8 0.7 1.3 
Far G1 6.2 −21.1 0.7 −0.1 2.4 
G2 6.1 15.6 7.7 1.7 5.6 
G3 9.8 −20.2 1.3 6.4 0.9 5.4 

− indicates decrease (observe – RCP).

In the near and far future periods, the average minimum and maximum temperature during all months and in all three GCM models under both RCP scenarios will increase, except for model G1 under RCP2.6, where a decrease in temperature in some months is evident. The highest increase in the minimum temperature under both RCPs occurs in November. In the near and far future periods, in all scenarios, the minimum and maximum temperatures increase through all seasons, except for model G1 under RCP2.6, where temperature slightly decreases by less than 0.4 °C (Table 7). In the near future period, the annual maximum temperature of the basin in models G1, G2, and G3 under RCP2.6 increases by 0.6, 3, and 1 °C, respectively. Also, the increase under RCP 8.5 is 1.4, 3.6, and 1.8 °C. The annual minimum temperature of the basin in models G1, G2, and G3 under RCP 2.6 increases by 0.3, 1.8, and 0.7°C, respectively. Also, the increase under RCP 8.5 amounts to 0.7, 2.4 , and 1.3 °C. In the far future, the annual maximum temperature of the basin in models G1, G2, and G3 under RCP 2.6 increases by 0.7, 3, and 1.3 °C, respectively, while the increases under RCP 8.5 is 4, 7.7 °C, and 6.4%. The annual minimum temperature of the basin in models G2 and G3 under RCP 2.6 increases by 1.7 and 0.9 °C, respectively, while the increase under RCP 8.5 is 5.6 and 5.4°C. The annual minimum temperature in model G1 under RCP 2.6 decreases by 0.1 °C, while under RCP8.5 increases by 2.4 °C (Table 8).

In all three models under both RCP scenarios, seasonal fluctuations in precipitation were evident. The percentage of changes in precipitation in the far future period is discernibly higher than that of the near future. The annual precipitation in the near future period in all the three models under both RCP scenarios slightly increases. Fenta Mekonnen & Disse (2018) also predicted that the average annual precipitation increases from 2.1 to 43.8% in the Nile River in future timescales. In near and far future periods, increase of minimum and maximum temperature is higher in autumn compared to other seasons. In general, it can be inferred that the average annual minimum and maximum temperature of the ZRB in both the near and far future increases, but such an increase of minimum and maximum temperature in the far future period is higher than that of the near future. The prediction results concerning the increased temperature in the ZRB and Lake Urmia in the future periods are in line with Emami & Koch (2018a).

Management strategies

The simulation results of management strategies are presented as follows.

Business as usual

Changes in the average monthly runoff at the outlet of the ZRB under BAU management strategy under two RCP scenarios for the near and far future periods were compared to the observed runoff, presented in Figure 6. Observed runoff data at the NezamAbad station at the outlet of the ZRB was selected as the reference runoff (1996–2017). Studying the runoff changes in the near future and far future periods under the BAU management strategy revealed that the average runoff only in November and December under both RCP scenarios is higher than the reference runoff values, where runoff in other months under RCPs is lower than the reference timescale. The results of both scenarios considering different models in June are almost identical, all indicating the maximum decrease in the runoff. The maximum and minimum runoff values in the ZRB during the reference timescale occur in spring and summer, respectively. The seasonal runoff changes in the ZRB were investigated for different intervals: January-March, April-June, July-September, and October-December. Generally, in most scenarios, a runoff decrease in winter, spring, and summer compared to the reference period is evident for the near and far future periods. In contrast, an increasing trend for runoff is discernible in autumn. In the near future period, runoff in autumn, under RCP2.6 and in models G1, G2, and G3 increased respectively by 107.9, 308.7, and 247% with respect to the reference period. Also, all three models under RCP 8.5 indicate that runoff increases by 168.3, 158.5, and 142.5%, respectively. In the far future, runoff in autumn in models G1, G2, and G3 under RCP 2.6 increases by 145, 187, and 536.5%, respectively. Furthermore, the increase in runoff under RCP 8.5 for these models amounts to 203.8, 437.5, and 9.9%, respectively (Table 9). The average annual runoff in the near future period in models G1, G2, and G3 under RCP2.6 decreased by 21.5, 6.5, and 2.2%, respectively. Also, the decrease under RCP 8.5 for these models is 23.9, 30.4, and 10.2%, respectively. In the far future, annual runoff decreases in most scenarios, except for RCP8.5 in the G2 model and RCP2.6 in the G3 model, where the average annual runoff increases by 19.7 and 25.5%, respectively (Table 12a).
Table 9

Seasonal runoff changes during feature periods compared to the baseline period under the BAU management strategy

Future periodModel and scenarioWinter (%)Spring (%)Summer (%)Autumn (%)
Near G1S1 −40.3 −26.8 −30.5 107.9 
G1S4 −29.8 −41.4 −41.1 168.3 
G2S1 2.3 −40 −86 308.7 
G2S4 −14.3 −54.4 −91.9 158.5 
G3S1 −45.5 −7.4 −47.3 247.1 
G3S4 −21.6 −17.5 −76.8 142.5 
Far G1S1 −25.4 −23.3 −12.2 145.1 
G1S4 −61.5 −73.1 −96 203.8 
G2S1 4.9 −32.9 −78.3 187.1 
G2S4 79.1 −46.2 −81.3 437.5 
G3S1 −28.4 −3.5 −26.5 536.5 
G3S4 −38.3 −33.9 −96.4 9.9 
Future periodModel and scenarioWinter (%)Spring (%)Summer (%)Autumn (%)
Near G1S1 −40.3 −26.8 −30.5 107.9 
G1S4 −29.8 −41.4 −41.1 168.3 
G2S1 2.3 −40 −86 308.7 
G2S4 −14.3 −54.4 −91.9 158.5 
G3S1 −45.5 −7.4 −47.3 247.1 
G3S4 −21.6 −17.5 −76.8 142.5 
Far G1S1 −25.4 −23.3 −12.2 145.1 
G1S4 −61.5 −73.1 −96 203.8 
G2S1 4.9 −32.9 −78.3 187.1 
G2S4 79.1 −46.2 −81.3 437.5 
G3S1 −28.4 −3.5 −26.5 536.5 
G3S4 −38.3 −33.9 −96.4 9.9 

− indicates decrease (observed – RCP).

Figure 6

Runoff changes in different RCPs during near (a) and far feature (b) under BAU management strategy compared to the observed runoff.

Figure 6

Runoff changes in different RCPs during near (a) and far feature (b) under BAU management strategy compared to the observed runoff.

Close modal

The results of the BAU strategy showed that through all climate scenarios, the increasing trend of temperature in the ZRB was stronger in autumn, which suggests that it directly stems from snow melting. This indicates that in the future period, the thawing of snow would be accelerated with respect to the past, and more significant flood events would be expected, which is in accordance with Qin et al. (2007). Zaghloul et al. (2022) also reported that the melting of glaciers in the upper Athabasca River basin, in northern Canada, due to gradual warming during cold months, especially in early spring (March and April), increased water flow. The BAU strategy also suggests that cultivated areas throughout the near and far future under the RCP2.6 and RCP8.5 scenarios can decrease the annual runoff of the ZRB, respectively, by 6–23 and 9–52%, if the continuation of the current policies is the case (i.e., BAU). Hence, the average annual inflow to Lake Urmia will be subsequently decreased. Climate change negatively affects the inflows to Lake Urmia, which signifies an urgent need to implement adaptive strategies. The prediction results concerning the decrease in annual runoff in the ZRB in the future periods are in line with previous studies in Lake Urmia (Kanani et al. 2019; Heydari Tasheh Kabood et al. 2020; Shirmohammadi et al. 2020). In parallel, Lian et al. (2021) suggested that climate change can decrease runoff by 65.64% in the Yanhe River Basin.

Changes in cropping pattern

To assess the impact of the changes in the management strategy on runoff pattern, we replaced a large portion of Alfalfa cultivation with saffron and fodder beet since Alfalfa results in considerable irrigation water loss (∼27%). Furthermore, we substituted part of the land under apple and grape cultivation for pistachio (Table 10). Due to the important economic role of the main crops in the study area (i.e., apple, grape, and alfalfa) and the presence of supplementary industries such as fruit juice factories and local consumption of alfalfa, it was decided not to eliminate but rather reduce their cultivated areas. Accordingly, a modified cropping pattern was introduced to the SWAT model, and the impacts of climate change on the runoff in the ZRB were evaluated for both future periods under the CCP management strategies.

Table 10

Cultivation areas before and after implementing the changes in the cropping pattern in the SWAT model

CropCultivation area (ha)
BAU strategyCCP strategy
Alfalfa 20,215.9 2,391.2 
Almond 3,530.1 3,530.1 
Apple 15,885.5 2,514.6 
Barley 8,025.9 8,025.9 
Grape 5,295.2 756.0 
Sugar beet 3,850.6 3,850.6 
Walnut 2,824.1 2,824.1 
Winter wheat 15,883.9 15,883.9 
Saffron – 7,319.8 
Fodder beet – 10,504.0 
Pistachio – 17,909.4 
CropCultivation area (ha)
BAU strategyCCP strategy
Alfalfa 20,215.9 2,391.2 
Almond 3,530.1 3,530.1 
Apple 15,885.5 2,514.6 
Barley 8,025.9 8,025.9 
Grape 5,295.2 756.0 
Sugar beet 3,850.6 3,850.6 
Walnut 2,824.1 2,824.1 
Winter wheat 15,883.9 15,883.9 
Saffron – 7,319.8 
Fodder beet – 10,504.0 
Pistachio – 17,909.4 

Studying the runoff changes in the near and far future periods under CCP management strategies revealed that the average runoff in November, December, January, and February under both scenarios is higher than the reference value, while the other months exhibit an opposite pattern. The results of both scenarios considering different models in June, July, August, and September in the ZRB are almost identical. Also, the maximum reduction in runoff was observed in July. The results showed a decrease in runoff in spring and summer with respect to the reference period in most scenarios for the near and far future periods. However, an increasing runoff trend is discernible in winter and autumn (Table 11). In the near future, the average annual runoff in most scenarios increases by 3.5–21%, except under RCP8.5 in model G2, where the average annual runoff decreases by 11.7%. In the far future, the annual runoff increases by 13–55%, except under RCP8.5 in models G1 and G3, where the average annual runoff decreases by 39.7 and 21.6%, respectively (Table 12b).

Table 11

Seasonal runoff changes during feature periods compared to the reference period under the CCP management strategy

Future periodModel and scenarioWinter (%)Spring (%)Summer (%)Autumn (%)
Near G1S1 57.3 −40.3 −96.7 255.9 
G1S4 63.5 −46.9 −97.2 277 
G2S1 72 −43.7 −97.9 438 
G2S4 50.1 −38.8 −99.1 37.4 
G3S1 35 −13.7 −97.1 345 
G3S4 42.9 −16.1 −94.9 230 
Far G1S1 76.1 −38.3 −96.5 292.4 
G1S4 12 −28 −99.2 44.7 
G2S1 98.4 −39.5 −98 279.9 
G2S4 132.9 −35.1 −98.7 643.9 
G3S1 58.7 −14.9 −86.1 651.3 
G3S4 12 −28 −99.2 44.7 
Future periodModel and scenarioWinter (%)Spring (%)Summer (%)Autumn (%)
Near G1S1 57.3 −40.3 −96.7 255.9 
G1S4 63.5 −46.9 −97.2 277 
G2S1 72 −43.7 −97.9 438 
G2S4 50.1 −38.8 −99.1 37.4 
G3S1 35 −13.7 −97.1 345 
G3S4 42.9 −16.1 −94.9 230 
Far G1S1 76.1 −38.3 −96.5 292.4 
G1S4 12 −28 −99.2 44.7 
G2S1 98.4 −39.5 −98 279.9 
G2S4 132.9 −35.1 −98.7 643.9 
G3S1 58.7 −14.9 −86.1 651.3 
G3S4 12 −28 −99.2 44.7 

− indicates decrease (observe – RCP).

Table 12

Comparison of annual runoff changes in BAU and CCP management strategies during future periods

PeriodΔG1S1 (%)ΔG1S4 (%)ΔG2S1 (%)ΔG2S4 (%)ΔG3S1 (%)ΔG3S4 (%)
a. Comparison of runoff in the reference period and BAU strategy under climate change scenarios 
Near −21.5 −23.9 −6.5 −30.4 −2.2 −10.2 
Far −11.9 −52 −9.4 19.7 25.5 −34.7 
b. Comparison of runoff in the reference period and CCP strategy under climate change scenarios 
Near 4.4 3.5 18.7 −11.7 20.7 13.6 
Far 13.3 −39.7 17.7 54.7 47.8 −21.6 
c. Comparison of runoff in BAU and CCP strategies under climate change scenarios 
Near 33 36 27 27 23.4 26.5 
Far 28.7 63.5 30 29.2 17.8 20.1 
PeriodΔG1S1 (%)ΔG1S4 (%)ΔG2S1 (%)ΔG2S4 (%)ΔG3S1 (%)ΔG3S4 (%)
a. Comparison of runoff in the reference period and BAU strategy under climate change scenarios 
Near −21.5 −23.9 −6.5 −30.4 −2.2 −10.2 
Far −11.9 −52 −9.4 19.7 25.5 −34.7 
b. Comparison of runoff in the reference period and CCP strategy under climate change scenarios 
Near 4.4 3.5 18.7 −11.7 20.7 13.6 
Far 13.3 −39.7 17.7 54.7 47.8 −21.6 
c. Comparison of runoff in BAU and CCP strategies under climate change scenarios 
Near 33 36 27 27 23.4 26.5 
Far 28.7 63.5 30 29.2 17.8 20.1 

The change diagrams of the average monthly runoff under BAU and CCP management strategies in different RCP scenarios for the near and far future periods are presented in Figure 7. The average annual runoff under the CCP strategy in all scenarios for both future periods increased by 17–36% compared to the BAU strategy (Table 12c).
Figure 7

Box plot of mean annual runoff for three CMIP5 GCMs in different RCPs during near (a) and far (b) feature period under BAU and CCP management compared to the observed runoff.

Figure 7

Box plot of mean annual runoff for three CMIP5 GCMs in different RCPs during near (a) and far (b) feature period under BAU and CCP management compared to the observed runoff.

Close modal

The results indicate that the CCP strategy can potentially increase runoff up to 30% more than the BAU strategy, which can subsequently increase the inflow into Lake Urmia. The latter mainly results from the resilience of Pistachio, Saffron, and Fodder beet to climate change. These results are in full agreement with Naraqi et al. (2015) and Emami & Koch (2018b) study in the ZRB that recommended partial replacement of low agro-economically productive crops with high water demand, such as alfalfa and apple, with those of higher economic benefits and lower water demand, such as canola, saffron, and pistachio. The CCP strategy was found promising also by Zaman et al. (2016) in Lake Urmia.

Limitations and future trends

The runoff changes were evaluated under the climate change and land management scenarios using the SWAT model in the Zarineh River basin in northwest Iran. There were some limitations resulting from the uncertainty of hydrological models and future climate forecasting (Yu et al. 2020).

The obtained accuracy of the SWAT model was acceptable for predicting runoff changes in the study area according to the results of model calibration and validation. However, there were still many uncertainties resulting from the input data, structure and parameters used for simulation by the SWAT model. This model also does not consider snowmelt and its effect on the water cycle (Mehrazar et al. 2020; Yan et al. 2020; Yu et al. 2020).

Many RCPs-based GCMs have been proposed for future climate prediction. However, there is always uncertainty in future climate forecasting (Ouyang et al. 2015; Yu et al. 2020). In this study, the future climate was projected using the RCP2.6 and RCP8.5 scenarios. The downscaling of climatic data was also performed using the CCT model. In this regard, the main sources of uncertainty were related to the existence of a limited number of meteorological stations in the region and the incompleteness of climatic data in some of them. Future studies can focus on the uncertainty of simulating runoff changes by considering more potential RCP scenarios and the use of different downscaling methods.

This study was investigated to assess the effect of changing the cultivation pattern on the runoff prediction in the ZRB, northwestern Iran, based on the BAU and CCP scenarios in two periods of 2025–2049 and 2075–2099. The results revealed that the SWAT model could adequately and acceptably simulate the basin runoff under climate change scenarios in the region. The BAU scenario determined that the annual runoff of the basin would decrease in both future periods under the impacts associated with the current cultivation pattern because this pattern will significantly increase water consumption and decreased the water level of Lake Urmia. It was clarified that the annual runoff of ZRB increased based on the CCP scenario in the desired time periods increased the water input to Lake Urmia by changing the cultivation pattern of the basin and planting crops with less water requirement such as pistachio and saffron. The findings confirmed that it is possible to reduce the negative effects of climate change on runoff in ZRB, one of the main agricultural centers in Iran, by changing the existing cultivation pattern. Furthermore, the high demand for the expansion of agriculture in the basin will increase water consumption in the future. Therefore, changing the cultivation pattern is important in order to properly manage the region's resources and reduce the environmental disasters in Lake Urmia. The results of this study can be useful to make appropriate decisions for water management in the region. Future research should be conducted to determine the appropriate cultivation pattern and reduce its negative effects on the region's environment in order to adopt appropriate strategies to solve the problems related to the water crisis in the basin.

The authors would like to thank the Iran Meteorological Organization and the Ministry of Agriculture-Jahad of Iran for providing the required data and to express their appreciation to the anonymous reviewers and editors for their helpful comments and invaluable suggestions.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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